+32.54582, -89.42488
32°32'45" N, 89°25'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA6200000000126
Location:SEC 12 T 8N R 8E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:80.1 ft. [24.4 m]
Total length:391.1 ft. [119.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:9
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016 

Status:Open, no restriction [A]
Average daily traffic:60 [as of 2015]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:55.6 tons [50.5 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:100.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,125,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 2016100.0Not deficientExcellentExcellentExcellent60
December 2014100.0Not deficientExcellentExcellentExcellent60
December 201278.9Not deficientExcellentExcellentExcellent60
January 2011100.0Not deficientExcellentExcellentExcellent60
December 200924.0Structurally deficientCriticalFairImminent Failure60
January 200924.0Structurally deficientCriticalFairImminent Failure60
January 200824.0Structurally deficientCriticalFairImminent Failure60
December 200624.0Structurally deficientSeriousFairImminent Failure60
October 200524.0Structurally deficientSeriousFairImminent Failure60
September 200424.0Structurally deficientSeriousFairImminent Failure60
December 200324.0Structurally deficientSeriousFairImminent Failure60
December 200124.0Structurally deficientSeriousFairPoor60
December 200024.0Structurally deficientSeriousFairPoor60
December 199924.0Structurally deficientSeriousFairPoor60
December 199824.0Structurally deficientPoorFairFair60
November 199724.0Structurally deficientPoorFairFair60
December 199538.9Structurally deficientSatisfactorySatisfactorySatisfactory60